EP0964957B1 - Fluid surface texturing device - Google Patents

Fluid surface texturing device Download PDF

Info

Publication number
EP0964957B1
EP0964957B1 EP98906994A EP98906994A EP0964957B1 EP 0964957 B1 EP0964957 B1 EP 0964957B1 EP 98906994 A EP98906994 A EP 98906994A EP 98906994 A EP98906994 A EP 98906994A EP 0964957 B1 EP0964957 B1 EP 0964957B1
Authority
EP
European Patent Office
Prior art keywords
roller
fluid
texturing
concrete
sleeves
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP98906994A
Other languages
German (de)
French (fr)
Other versions
EP0964957A1 (en
Inventor
John Williamson
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Errut Products Ltd
Original Assignee
Errut Products Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Errut Products Ltd filed Critical Errut Products Ltd
Publication of EP0964957A1 publication Critical patent/EP0964957A1/en
Application granted granted Critical
Publication of EP0964957B1 publication Critical patent/EP0964957B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/06Solidifying concrete, e.g. by application of vacuum before hardening
    • E04G21/063Solidifying concrete, e.g. by application of vacuum before hardening making use of vibrating or jolting tools
    • E04G21/066Solidifying concrete, e.g. by application of vacuum before hardening making use of vibrating or jolting tools acting upon the surface of the concrete, whether or not provided with parts penetrating the concrete
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/22Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
    • E01C19/23Rollers therefor; Such rollers usable also for compacting soil
    • E01C19/29Rolling apparatus adapted to apply a rolling pressure less than its weight, e.g. roller finishers travelling on formrail combined with spread-out, strike-off or smoothing means; Rolling elements with controlled penetration or a controlled path of movement in a vertical plane, e.g. controlled by the formrails, by guides ensuring a desired configuration of the rolled surface

Definitions

  • the present invention relates to a fluid surface texturing device and a method for texturing a fluid surface.
  • Asphalt finishes are less durable and need great care to repair properly, but the random surface pattern of particle size, position and gap widths of the surface layer of aggregate, provides a much quieter driving surface, greater friction naturally, and channels for surface water to occupy if not excessive, and to drain in heavy falls.
  • EP-A-0180687 discloses a device for rolling aggregate into an asphalt surface.
  • FR-A-2 258 490 discloses a device as defined in the preamble of independent claim 1 and a method as defined in the preamble of independent claim 9.
  • the invention comprises a device for texturing a fluid surface of a setting, curing or otherwise solidifiable fluid, comprising a rotatable powered roller having an elongate cylindrical roll surface adapted to be moved over a surface of newly laid fluid, wherein the roller surface comprises an elongate substantially cylindrical texturing portion and at least two guide portions, the guide portions being adapted to support the texturing portion at a required level above the fluid surface in a manner to ensure partial embedding of texturing material distributed thereon, characterised in that the roller is a striker roller adapted to be moved over the surface with the roller in slipping contact and with opposite ends of the roller maintained at the required level by comprising two substantially identical sleeves fitted around the rolling surface at either end thereof, the sleeves being constructed of any rigid load bearing material and having a sleeve wall thickness corresponding to the required level.
  • Reference herein to formwork is to any vertical surround as necessary in the art to provide a boundary for casting a settable fluid, and includes an edge, cutaway or section of existing surface which is to be infilled or repaired.
  • Reference herein to a fluid is to any setting, curing or solidifiable fluid commonly used in the construction of load bearing surfaces such as footpaths, roads and the like.
  • the fluids may include concrete and mixtures thereof with other construction materials.
  • Reference herein to texturing is to incorporation of a solid aggregate for the purpose of inducing a friction, drainage, decorative or ornamental, obstructive, guiding or marking surface and the like.
  • the aggregate material as hereinbefore defined may be any solid particulate or shaped object.
  • the material may be comprised of any desired wearing, friction inducing, decorative, obstructive or non-obstructive material such as stone or gravel chippings which may be natural or coloured, depending on the effect required, glass fragments, ground glass, concrete or other composite blocks or formed objects and the like.
  • the aggregate material may be of substantially uniform size or may be of a size distribution selected for graded or random texturing.
  • a device as hereinbefore defined may be integral or non-integral with a powered roller as hereinbefore defined.
  • a non-integral device may be adapted to engage with or to be attached to the roller.
  • the device may be of fixed or variable nature, or may be one of a plurality of super-imposable devices, whereby the required level of the texturing portion may be selected as desired. It will be appreciated that the required level may vary widely according to the desired purpose and function of texturing, but is generally determined to be in the range of 50 to 80% of the average dimension of the aggregate material to be employed. A desired level may therefore be in the range of 2 mm - 200 mm.
  • the required level for providing friction or drainage to a surface may be -in the range of 2 mm - 10 mm, preferably 3 mm - 8 mm, whereas the required level for the purpose of introducing a barrier or obstruction to discourage access by humans or vehicles maybe of the order of 10 - 200 mm, and the required level for introducing guiding or marking texturing, for example to provide a footpath direction strip for the blind or a visible direction marker to indicate or segregate the paths may be in the region of 5 mm - 20 mm, for example 7 mm - 15 mm.
  • Each sleeve may include a base of one end having an aperture to receive the supporting axis of the roller, and adapted to abut against the end of the roller thereby maintaining the sleeve in place.
  • the sleeve may include additional projections, attachments and the like for the same purpose, and preferably being readily engaged or released by hand or by simple tool.
  • a plurality of sleeves may be provided of different internal and external diameters, whereby a required level of the texturing portion of the roller may be obtained by means of placing one or a plurality of sleeves one about the other at each end of the roller.
  • a set of sleeves may be of similar internal diameter and of different external diameters, whereby a pair of sleeves may be selected to provide the required level.
  • a rotatable, powered roller as hereinbefore defined may be any roller known in the art for striking the surface of newly laid concrete by being moved over the surface with the roller surface in slipping contact with the fluid surface and with opposite ends of the roller maintained at the required level of the fluid surface, in order to produce a smooth finish to the surface of the fluid.
  • the roller may be of any desired weight to give the desired compression, and the weight may be adapted from one surface to another or indeed from the first striking stage to the second texturing stage by known means.
  • Preferred means includes introducing a medium such as fluid (water) via entry points in the ends or surface of the roller.
  • the roller may be part of, or incorporated in, a "paving train" comprising from its leading end, to its following end a moveable hopper to spread the fluid, diagonal or other spreaders to distribute the fluid and control any surcharge of fluid, pokers or other vibrators to remove air, the striking off roller, a second hopper to spread the aggregate material, and a second roller having a texturing portion as hereinbefore defined.
  • a "paving train” comprising from its leading end, to its following end a moveable hopper to spread the fluid, diagonal or other spreaders to distribute the fluid and control any surcharge of fluid, pokers or other vibrators to remove air, the striking off roller, a second hopper to spread the aggregate material, and a second roller having a texturing portion as hereinbefore defined.
  • a preferred roller includes the roller described in WO-A-97 07286.
  • the preferred roller is adapted to be removed from the remainder of the apparatus and dismantled, when not in use, into constituent, smaller parts, and to be re-assembled with use of only some of the constituent parts or with use of all of the parts together with additional parts, whereby the length of the roller may be adapted in convenient manner.
  • the roller suitably comprises internal stressing means for applying longitudinal compression to the roller, between the ends of the roller, so as to reduce the tendency of the roller to sag or become permanently bowed. It is a particular advantage that the roller may be provided as a kit of parts whereby it may be used with enhanced accuracy and convenience on any dimension fluid surface.
  • a device for use with any such dismantleable roller may be in the form of a roller part of increased diameter which may be readily inserted at the ends of the roller, or may be in the form of a sleeve to be located around a roller part, in place of or together with additional roller parts as desired.
  • a device comprising a sleeve as hereinbefore defined for use with a conventional non-dismantleable roller may be hinged or resiliently deformable, in manner that it may be expanded about a line parallel to the axis thereof, to provide a lengthwise aperture sufficient to receive the roller, and may be contacted in manner that smooth rolling action is achieved.
  • a device according to the present invention may conveniently be constructed of any desired natural or synthetic material having the necessary load bearing and substantially resiliently or non-deformable properties, preferably from suitable polymer, metal or composite materials such as steel, aluminium, bronze, nylon, polythene and the like.
  • a device as hereinbefore defined may be readily and simply assembled, attached or associated with a roller in the course of preparing a fluid surface. Moreover the operation of the roller in association with the device requires the same skill and technique as required for operation of the roller itself.
  • kits of parts comprising one or more devices as hereinbefore defined.
  • a kit of parts comprises in addition a rotatable, powered roller which is adapted to be removed from the remainder of the apparatus and dismantled, when not used, into constituent, smaller parts as hereinbefore defined. It is a particular advantage that a variety or selection of devices adapted for different purposes may conveniently and compactly be provided in the form of a kit.
  • a device or a kit as hereinbefore defined for texturing a fluid surface.
  • Texturing may be for any desired purpose, such as to provide a friction, drainage, decorative or ornamental, barrier or obstruction, guide or marking surface and the like.
  • a fluid surface is a surface of newly laid concrete for a highway, footpath or drive, or for a, optionally selective, road or footpath obstacle or obstruction such as a bollard or the like preventing vehicle, motorbike, cycle or pedestrian access, optionally for a vehicle or the like above a given weight or ground clearance.
  • texturing may be for the purpose of guiding or marking, for example aggregate material in the form of spheres may be laid in a strip along the length of a newly laid concrete footpath, to provide the familiar foot-sensitive guide for the blind, or in other form for the purpose of segregating or distinguishing distinct pathways and the like.
  • a method for texturing a surface comprising of a setting, curing or otherwise solidifiable fluid comprising concrete or a mixture thereof with other construction materials said method comprising the steps of:
  • the method comprises:
  • the aggregate material may be applied by hand or may be distributed from a hopper or a reservoir located in association with the roller or mounted on the formwork whereby it may be distributed directly after preparing the smooth fluid surface, or directly prior to the texturing thereof.
  • the various stages of the process may be carried out at predetermined times whereby the fluid is prevented from setting prior to texturing thereof; or is allowed to set to a predetermined consistency prior to the texturing thereof.
  • the concrete is laid and smooth finish applied, whereafter the concrete is allowed to set for up to three hours and aggregate material is applied and the surface textured as hereinbefore defined, whereafter the concrete solidifies in a further six hours or so. This would provide a suitable textured surface for a highway, having adequate embedding and retention of aggregate material.
  • the texturing may be achieved in one or more passes of the roller over the formwork, or with one or more devices, to gradually achieve the end result of texturing the surface and pressing the aggregate into the surface.
  • a textured fluid surface obtained by the method or with use of the device of the invention.
  • FIG. 1 a rotatable, powered roller comprising roller (1) in component parts, comprising texturing and guide portions (2 and 3) supported on roller ends (4, 5) resting upon formwork (6, 7) in the form of a section of existing road surface.
  • the roller (1) is powered by means of a mains powered electric motor (8).
  • the roller is adapted to be drawn across a bed of still fluid concrete (9) by means of two handles (10 and 11).
  • the apparatus may comprises two winches (not shown) for drawing the apparatus over the concrete.
  • FIG. 1 In Figure 1 is shown aggregate material (12) distributed across the fluid surface.
  • the guide portions (3) are associated with devices (13 and 14) comprising two sleeves located about the roller at the ends (4 and 5) thereof, whereby the guide portion (2) of the roller is maintained at the required level equal to the thickness of the sleeve walls above the fluid surface.
  • the roller is shown being moved over the formwork so as to press the aggregate partially into the surface.
  • Figure 2 (1) is shown a roller end (4) at the level of the fluid surface (15), the end supports for the roller ends are not shown.
  • the fluid surface is at the height of the formwork (6).
  • Figure 2 (2) is shown the roller end of Figure 2 (1) including a device (14) as shown in Figure 1, in manner to provide a guide portion (3).
  • the texturing portion (2) of the roller is thereby maintained at a level (16) equal to the sleeve thickness, t, above the fluid surface (15).
  • the device includes an end section (17) which fits around the end of the roller, including an axial aperture (18) for the roller support and apertures (19) thereabout to secure the sleeve to the roller.
  • Aggregate material (12) is shown partially embedded within the fluid surface (15), and partially compressed to textured surface level (16) by the texturing portion (2) of the roller.
  • roller is extended by guide portion (3) which projects outwardly across the formwork, whereby the required level may be achieved.
  • roller (1) is dismantleable and an additional section is incorporated, which may be an end or middle section, in order to increase the length thereof.
  • Figure 3 is shown the process of the invention employing the device of Figures 1 and 2.
  • the roller is moved slowly across the bed of newly laid fluid concrete (9), with the surface of the roller in slipping contact with the fluid surface.
  • a smooth finish (15) is obtained behind the roller.
  • texturing material (12) comprising pebbles have been scattered over the wet concrete and the roller incorporating the device comprising guide portions (3) is passed over the fluid surface, with the texturing portion of the roller (2) at the required level above the fluid surface (15), whereby the pebbles are partially embedded in the fluid surface, leaving a textured surface behind the roller.
  • a second pass is made, optionally an overlayer (not shown) is provided in a subsequent stage to seal the aggregate material, without diminishing the textured effect thereof.
  • Figure 4 illustrates an alternative conventional apparatus wherein the roller (1) is rotatably mounted to two carriages (32 and 33), one having a roller powering motor (34).
  • the formwork comprises two U section beams (35 and 36) on their sides. The roller ends rest upon the tops of the beams (35 and 36) whilst the carriages (32 and 33) have relatively small guide rollers (37 and 38) which engage undersides or two top flanges of the beams (35 and 36) so as to hold the roller (1) positively down, in contact with the formwork beams (35 and 36), thereby doing away with the need for handles.
  • the apparatus is drawn over the concrete by two winches (39 and 40).
  • FIG 5 various embodiments of the roller of Figure 4 comprising devices according to the invention, in the form of sleeve (20) or carriageways (21 to 24), having a variety of variant height adjustment means.
  • FIGs 5A and 5B are shown in end and side elevation the carriageway of Figure 4, having discrete roller location apertures. The location may alternatively be secured by pressure or notch fit in a single elongate vertical or diagonal aperture, as shown in Figure 5C.
  • Figures 5D is shown in side elevation the corresponding carriageway incorporating the motor of Figure 4, in combination with a sleeve (20).
  • Figure 5E is shown an alternative carriageway (22) having a wheeled guide portion with variable positioning.
  • FIGs 5F and 5G are shown alternative carriageways (23) and (24) having sliding guide portions adapted by variable rotation about an off-centre axis or by a series of notched recesses locating with formwork (35) to vary the elevation of the texturing portion (16) above the fluid surface (15).
  • Figure 6 shows a kit of parts comprising interlocking sleeves of different aggregate wall thickness (40) or sleeves of different individual wall thickness (41), roller sections (42) of different lengths, suitably 2x, 3x and 4x unit lengths, where the unit length is dependant on the intended nature of the surface to be finished, suitably for concrete finishing, the unit length is 0.5-5.1 m, preferably 1m or thereabouts.
  • the sections (42) are shown each with an end plate (43) and a coupling member (44) (detail not shown).
  • the kit also includes a dedicated end portion (45), and optional dedicated coupling members (46).
  • a tensioning member (47) is shown in its component parts, comprising cable (48) of 2x unit length and pairs of rods (49) each 0.5x, 1x, 1.5x, 2x, 2.5x and 3.5x unit length, or 14 rods (50) each of 0.5x unit length, or 7 rods (50) each of 1x unit length.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Machines (AREA)

Description

The present invention relates to a fluid surface texturing device and a method for texturing a fluid surface.
Concrete has been used for many years to provide the wearing surface on highways. The popularity of the technique varies from country to country, and even within countries, for example between UK Highway Authorities, for the reasons given below.
Concrete is perhaps the most durable, and easily repaired of all materials for highways etc., but there are three interrelated drawbacks:
  • 1. The surface's natural smoothness requires texturing for increased friction, and water drainage for the avoidance of skidding and "aquaplaning" when wet;
  • 2. This "texturing" is usually carried out by a stiff brushing or raking as the concrete sets, which is prone to failure, since all texture surface is lost if there is rain at any time in the first 10 hours or so, of the setting process, or by cutting with diamond-tipped rotary blades which is extremely costly and justified only for retexturing runways for example, and leads to excessive, unpleasant audible noise emission as a driving surface;
  • 3 Texturing produced by these methods rapidly wears under traffic, particularly so in areas where high friction is most needed, at corners and, junctions and the like, hence this is not a long term solution.
  • Asphalt finishes are less durable and need great care to repair properly, but the random surface pattern of particle size, position and gap widths of the surface layer of aggregate, provides a much quieter driving surface, greater friction naturally, and channels for surface water to occupy if not excessive, and to drain in heavy falls.
    EP-A-0180687 discloses a device for rolling aggregate into an asphalt surface.
    FR-A-2 258 490 discloses a device as defined in the preamble of independent claim 1 and a method as defined in the preamble of independent claim 9.
    As a compromise, many roads are laid with a concrete substructure, and an Asphalt topping.
    Much research has gone into trying to get concrete surfaces to imitate the performance of asphalt, resulting in the recent successful trials on UK motorways, of so-called "whisper" concrete. A special, aggregate rich surface layer is laid, but the top few millimetres of concrete are given a set-inhibitor, so that the concrete can be removed, this exposing the tips of the aggregate whilst leaving it partially embedded. This apparently provides a dramatic improvement in the required properties.
    Unfortunately this chemical technique requires specialised equipment and trained operatives, and due attention to timing, dispersal of inhibitor, removal of the surface cement binder etc. For this reason the application is limited by cost and convenience.
    There is therefore a need for a cost effective and convenient apparatus and method for producing a similar result to that of the chemical technique, and in a wide variety of applications, from footpaths, to motorways; for ornamental addition to concrete surfaces, or for discouraging pedestrians from walking in unsafe locations such as roundabout centres and the like.
    Moreover there is a need for an apparatus and method for texturing concrete surfaces with acceptable surface flatness and levelness. A standard test method for determining surface flatness and levelness is given in astmE 1155-87. In particular there is a need for an apparatus and method which is self-regulating in terms of surface flatness and levelness produced for a textured surface, for high quality, efficient and reproduceable operation.
    We have now surprisingly found a cost effective and convenient apparatus and method for texturing a concrete surface by mechanical means to produce a similar result to that of the chemical technique.
    The invention comprises a device for texturing a fluid surface of a setting, curing or otherwise solidifiable fluid, comprising a rotatable powered roller having an elongate cylindrical roll surface adapted to be moved over a surface of newly laid fluid, wherein the roller surface comprises an elongate substantially cylindrical texturing portion and at least two guide portions, the guide portions being adapted to support the texturing portion at a required level above the fluid surface in a manner to ensure partial embedding of texturing material distributed thereon, characterised in that the roller is a striker roller adapted to be moved over the surface with the roller in slipping contact and with opposite ends of the roller maintained at the required level by comprising two substantially identical sleeves fitted around the rolling surface at either end thereof, the sleeves being constructed of any rigid load bearing material and having a sleeve wall thickness corresponding to the required level.
    Reference herein to formwork is to any vertical surround as necessary in the art to provide a boundary for casting a settable fluid, and includes an edge, cutaway or section of existing surface which is to be infilled or repaired.
    Reference herein to a fluid is to any setting, curing or solidifiable fluid commonly used in the construction of load bearing surfaces such as footpaths, roads and the like. In particular, the fluids may include concrete and mixtures thereof with other construction materials.
    Reference herein to texturing is to incorporation of a solid aggregate for the purpose of inducing a friction, drainage, decorative or ornamental, obstructive, guiding or marking surface and the like.
    The aggregate material as hereinbefore defined may be any solid particulate or shaped object. The material may be comprised of any desired wearing, friction inducing, decorative, obstructive or non-obstructive material such as stone or gravel chippings which may be natural or coloured, depending on the effect required, glass fragments, ground glass, concrete or other composite blocks or formed objects and the like. The aggregate material may be of substantially uniform size or may be of a size distribution selected for graded or random texturing.
    A device as hereinbefore defined may be integral or non-integral with a powered roller as hereinbefore defined. A non-integral device may be adapted to engage with or to be attached to the roller. The device may be of fixed or variable nature, or may be one of a plurality of super-imposable devices, whereby the required level of the texturing portion may be selected as desired. It will be appreciated that the required level may vary widely according to the desired purpose and function of texturing, but is generally determined to be in the range of 50 to 80% of the average dimension of the aggregate material to be employed. A desired level may therefore be in the range of 2 mm - 200 mm.
    For example the required level for providing friction or drainage to a surface may be -in the range of 2 mm - 10 mm, preferably 3 mm - 8 mm, whereas the required level for the purpose of introducing a barrier or obstruction to discourage access by humans or vehicles maybe of the order of 10 - 200 mm, and the required level for introducing guiding or marking texturing, for example to provide a footpath direction strip for the blind or a visible direction marker to indicate or segregate the paths may be in the region of 5 mm - 20 mm, for example 7 mm - 15 mm.
    Each sleeve may include a base of one end having an aperture to receive the supporting axis of the roller, and adapted to abut against the end of the roller thereby maintaining the sleeve in place. The sleeve may include additional projections, attachments and the like for the same purpose, and preferably being readily engaged or released by hand or by simple tool.
    A plurality of sleeves may be provided of different internal and external diameters, whereby a required level of the texturing portion of the roller may be obtained by means of placing one or a plurality of sleeves one about the other at each end of the roller. Alternatively a set of sleeves may be of similar internal diameter and of different external diameters, whereby a pair of sleeves may be selected to provide the required level.
    A rotatable, powered roller as hereinbefore defined may be any roller known in the art for striking the surface of newly laid concrete by being moved over the surface with the roller surface in slipping contact with the fluid surface and with opposite ends of the roller maintained at the required level of the fluid surface, in order to produce a smooth finish to the surface of the fluid. The roller may be of any desired weight to give the desired compression, and the weight may be adapted from one surface to another or indeed from the first striking stage to the second texturing stage by known means. Preferred means includes introducing a medium such as fluid (water) via entry points in the ends or surface of the roller.
    The roller may be part of, or incorporated in, a "paving train" comprising from its leading end, to its following end a moveable hopper to spread the fluid, diagonal or other spreaders to distribute the fluid and control any surcharge of fluid, pokers or other vibrators to remove air, the striking off roller, a second hopper to spread the aggregate material, and a second roller having a texturing portion as hereinbefore defined. This is of particular advantage in laying and texturing rapidly setting surfaces or in the interests of economy in remote areas or for extensive surface areas. A preferred roller includes the roller described in WO-A-97 07286. The preferred roller is adapted to be removed from the remainder of the apparatus and dismantled, when not in use, into constituent, smaller parts, and to be re-assembled with use of only some of the constituent parts or with use of all of the parts together with additional parts, whereby the length of the roller may be adapted in convenient manner. The roller suitably comprises internal stressing means for applying longitudinal compression to the roller, between the ends of the roller, so as to reduce the tendency of the roller to sag or become permanently bowed. It is a particular advantage that the roller may be provided as a kit of parts whereby it may be used with enhanced accuracy and convenience on any dimension fluid surface.
    A device for use with any such dismantleable roller may be in the form of a roller part of increased diameter which may be readily inserted at the ends of the roller, or may be in the form of a sleeve to be located around a roller part, in place of or together with additional roller parts as desired.
    A device comprising a sleeve as hereinbefore defined for use with a conventional non-dismantleable roller may be hinged or resiliently deformable, in manner that it may be expanded about a line parallel to the axis thereof, to provide a lengthwise aperture sufficient to receive the roller, and may be contacted in manner that smooth rolling action is achieved.
    A device according to the present invention may conveniently be constructed of any desired natural or synthetic material having the necessary load bearing and substantially resiliently or non-deformable properties, preferably from suitable polymer, metal or composite materials such as steel, aluminium, bronze, nylon, polythene and the like.
    It will be appreciated that a device as hereinbefore defined may be readily and simply assembled, attached or associated with a roller in the course of preparing a fluid surface. Moreover the operation of the roller in association with the device requires the same skill and technique as required for operation of the roller itself.
    In a further aspect there is provided a kit of parts comprising one or more devices as hereinbefore defined. Preferably a kit of parts comprises in addition a rotatable, powered roller which is adapted to be removed from the remainder of the apparatus and dismantled, when not used, into constituent, smaller parts as hereinbefore defined. It is a particular advantage that a variety or selection of devices adapted for different purposes may conveniently and compactly be provided in the form of a kit.
    In a further aspect there is provided the use of a device or a kit as hereinbefore defined for texturing a fluid surface. Texturing may be for any desired purpose, such as to provide a friction, drainage, decorative or ornamental, barrier or obstruction, guide or marking surface and the like. Preferably a fluid surface is a surface of newly laid concrete for a highway, footpath or drive, or for a, optionally selective, road or footpath obstacle or obstruction such as a bollard or the like preventing vehicle, motorbike, cycle or pedestrian access, optionally for a vehicle or the like above a given weight or ground clearance. Alternatively texturing may be for the purpose of guiding or marking, for example aggregate material in the form of spheres may be laid in a strip along the length of a newly laid concrete footpath, to provide the familiar foot-sensitive guide for the blind, or in other form for the purpose of segregating or distinguishing distinct pathways and the like.
    In a further aspect of the invention there is provided a method for texturing a surface comprising of a setting, curing or otherwise solidifiable fluid comprising concrete or a mixture thereof with other construction materials said method comprising the steps of:
  • distributing aggregate material over the fluid surface before it is set, cured or otherwise solidified,
  • characterised by thereafter moving a rotatble, powered striking roller having an elongate cylindrical rolling surface over the fluid surface having the aggregate material thereon, with an elongate substantially cylindrical texturing portion of the roller surface maintained at the required level above the fluid surface, to ensure partial embedding of the aggregate material thereinto, in order to produce a textured finished surface of the fluid prior to allowing the fluid to set, cure or otherwise solidify.
    Preferably the method comprises:
  • laying a quantity of fluid; and
  • moving a rotatable, powered striking roller over a surface of the newly laid fluid, with the roller surface in slipping contact with the fluid surface and with opposite ends of the roller maintained at the required level of the fluid surface, in order to produce a smooth finish to the surface of the fluid.
  • The aggregate material may be applied by hand or may be distributed from a hopper or a reservoir located in association with the roller or mounted on the formwork whereby it may be distributed directly after preparing the smooth fluid surface, or directly prior to the texturing thereof.
    The various stages of the process may be carried out at predetermined times whereby the fluid is prevented from setting prior to texturing thereof; or is allowed to set to a predetermined consistency prior to the texturing thereof. Preferably the concrete is laid and smooth finish applied, whereafter the concrete is allowed to set for up to three hours and aggregate material is applied and the surface textured as hereinbefore defined, whereafter the concrete solidifies in a further six hours or so. This would provide a suitable textured surface for a highway, having adequate embedding and retention of aggregate material.
    The texturing may be achieved in one or more passes of the roller over the formwork, or with one or more devices, to gradually achieve the end result of texturing the surface and pressing the aggregate into the surface.
    In a further aspect there is provided a textured fluid surface obtained by the method or with use of the device of the invention.
    The invention is now described in non limiting manner with reference to the following figures wherein
  • Figure 1 represent a view of device according to the invention associated with a rotatable, powered roller in use
  • Figure 2 shows one end of the roller of Figure 1 without and with a device according to the invention
  • Figure 3 shows in end view the roller and device of Figure 2
  • Figure 4 represents a view of an alternative conventional powered roller in use
  • Figure 5 shows alternative devices of the invention associated with the roller of Figure 4.
  • Figure 6 shows a kit comprising devices of the invention.
  • In Figure 1 is shown a rotatable, powered roller comprising roller (1) in component parts, comprising texturing and guide portions (2 and 3) supported on roller ends (4, 5) resting upon formwork (6, 7) in the form of a section of existing road surface. The roller (1) is powered by means of a mains powered electric motor (8). The roller is adapted to be drawn across a bed of still fluid concrete (9) by means of two handles (10 and 11). Alternatively the apparatus may comprises two winches (not shown) for drawing the apparatus over the concrete.
    In Figure 1 is shown aggregate material (12) distributed across the fluid surface. The guide portions (3) are associated with devices (13 and 14) comprising two sleeves located about the roller at the ends (4 and 5) thereof, whereby the guide portion (2) of the roller is maintained at the required level equal to the thickness of the sleeve walls above the fluid surface. The roller is shown being moved over the formwork so as to press the aggregate partially into the surface.
    In Figure 2 (1) is shown a roller end (4) at the level of the fluid surface (15), the end supports for the roller ends are not shown. The fluid surface is at the height of the formwork (6). In Figure 2 (2) is shown the roller end of Figure 2 (1) including a device (14) as shown in Figure 1, in manner to provide a guide portion (3). The texturing portion (2) of the roller is thereby maintained at a level (16) equal to the sleeve thickness, t, above the fluid surface (15). The device includes an end section (17) which fits around the end of the roller, including an axial aperture (18) for the roller support and apertures (19) thereabout to secure the sleeve to the roller. Aggregate material (12) is shown partially embedded within the fluid surface (15), and partially compressed to textured surface level (16) by the texturing portion (2) of the roller.
    In the Figure the roller is extended by guide portion (3) which projects outwardly across the formwork, whereby the required level may be achieved. In this case the roller (1) is dismantleable and an additional section is incorporated, which may be an end or middle section, in order to increase the length thereof.
    In Figure 3 is shown the process of the invention employing the device of Figures 1 and 2. In Figure 3A, the roller is moved slowly across the bed of newly laid fluid concrete (9), with the surface of the roller in slipping contact with the fluid surface. A smooth finish (15) is obtained behind the roller. In Figure 3B, texturing material (12) comprising pebbles have been scattered over the wet concrete and the roller incorporating the device comprising guide portions (3) is passed over the fluid surface, with the texturing portion of the roller (2) at the required level above the fluid surface (15), whereby the pebbles are partially embedded in the fluid surface, leaving a textured surface behind the roller. In Figure 3C a second pass is made, optionally an overlayer (not shown) is provided in a subsequent stage to seal the aggregate material, without diminishing the textured effect thereof.
    Figure 4 illustrates an alternative conventional apparatus wherein the roller (1) is rotatably mounted to two carriages (32 and 33), one having a roller powering motor (34). The formwork comprises two U section beams (35 and 36) on their sides. The roller ends rest upon the tops of the beams (35 and 36) whilst the carriages (32 and 33) have relatively small guide rollers (37 and 38) which engage undersides or two top flanges of the beams (35 and 36) so as to hold the roller (1) positively down, in contact with the formwork beams (35 and 36), thereby doing away with the need for handles. The apparatus is drawn over the concrete by two winches (39 and 40).
    In Figure 4D is shown in side elevation the roller end portion (4) in conventional form.
    In Figure 5 is shown various embodiments of the roller of Figure 4 comprising devices according to the invention, in the form of sleeve (20) or carriageways (21 to 24), having a variety of variant height adjustment means. In figures 5A and 5B are shown in end and side elevation the carriageway of Figure 4, having discrete roller location apertures. The location may alternatively be secured by pressure or notch fit in a single elongate vertical or diagonal aperture, as shown in Figure 5C. In Figures 5D is shown in side elevation the corresponding carriageway incorporating the motor of Figure 4, in combination with a sleeve (20). In Figure 5E is shown an alternative carriageway (22) having a wheeled guide portion with variable positioning. In Figures 5F and 5G are shown alternative carriageways (23) and (24) having sliding guide portions adapted by variable rotation about an off-centre axis or by a series of notched recesses locating with formwork (35) to vary the elevation of the texturing portion (16) above the fluid surface (15).
    Figure 6 shows a kit of parts comprising interlocking sleeves of different aggregate wall thickness (40) or sleeves of different individual wall thickness (41), roller sections (42) of different lengths, suitably 2x, 3x and 4x unit lengths, where the unit length is dependant on the intended nature of the surface to be finished, suitably for concrete finishing, the unit length is 0.5-5.1 m, preferably 1m or thereabouts. The sections (42) are shown each with an end plate (43) and a coupling member (44) (detail not shown). The kit also includes a dedicated end portion (45), and optional dedicated coupling members (46).
    A tensioning member (47) is shown in its component parts, comprising cable (48) of 2x unit length and pairs of rods (49) each 0.5x, 1x, 1.5x, 2x, 2.5x and 3.5x unit length, or 14 rods (50) each of 0.5x unit length, or 7 rods (50) each of 1x unit length.
    Further advantages of the invention will be apparent from the foregoing.

    Claims (19)

    1. A device for texturing a fluid surface of a setting, curing or otherwise solidifiable fluid, comprising a rotatable powered roller (1) having an elongate cylindrical roll surface adapted to be moved over a surface of newly laid fluid (9), wherein the roller surface comprises an elongate substantially cylindrical texturing portion (2) and at least two guide portions (3), the guide portions (3) being adapted to support the texturing portion at a required level (16) above the fluid surface (15), in a manner to ensure partial embedding of texturing material (12) distributed thereon, characterised in that the roller is a striker roller adapted to be moved over the surface with the roller in slipping contact and with opposite ends of the roller maintained at the required level by comprising two substantially identical sleeves (13, 14) fitted around the rolling surface at either end thereof, the sleeves (13, 14) being constructed of any rigid load bearing material and having a sleeve wall thickness corresponding to the required level (16).
    2. A device as claimed in Claim 1 wherein each sleeve (13, 14) includes a base of one end having an aperture to receive the supporting axis of the roller, and adapted to abut against the end of the roller thereby maintaining the sleeve in place.
    3. A device as claimed in Claim 1 or Claim 2 comprising a plurality of sleeves of different internal and external diameters adapted to be placed one about the other at each end of the roller, or a plurality of sleeves of similar internal diameter and different external diameter, whereby a pair of similar sleeves may be provided at each end of the roller.
    4. A device as claimed in any preceding claim comprising a pair of support carriageways (32, 33) adapted to ride on, or near a formwork (35, 36), and having a vertical aperture or the like to receive the ends of the roller.
    5. A device as claimed in Claim 4 wherein support carriageways (32, 33) comprise sections for height adaptation, stepped surface having aperture or attachments at different elevations, are selected from a plurality of support carriageways of different height or comprise an asymmetric continuous or polygonal sleeve or annulus adapted to be located about each end of the roller and to be rotated for different elevations.
    6. A device as claimed in any one of Claims 4 or 5 wherein a guide portion comprises a roller part of a dismantleable roller, of greater external diameter than the dismantleable roller, adapted to be inserted at the end thereof.
    7. A device as claimed in any preceding claim wherein the roller comprises internal stressing means for applying longitudinal compression to the roller, between the ends of the roller, so as to reduce the tendency of the roller to sag or become permanently bowed.
    8. A device as claimed in any one of Claims 1 to 7 adapted for texturing a fluid surface in the form of a setting, curing or solidifying fluid such as a concrete surface to provide a friction, drainage, decorative or ornamental, barrier or obstruction, guide or marking surface.
    9. A method for texturing a fluid surface of a setting, curing or otherwise solidifiable fluid (9) comprising concrete or a mixture thereof with other construction materials, said method comprising the steps of:
      distributing aggregate material (12) over the fluid surface (15) before it is set, cured or otherwise solidified;
      characterised by thereafter moving a rotatable, powered striking roller (1) having an elongate cylindrical rolling surface over the fluid surface (15) having the aggregate material thereon, with an elongate substantially cylindrical texturing portion (2) of the roller surface maintained at the required level above the fluid surface (15), to ensure partial embedding of the aggregate material (12) thereinto, in order to produce a textured finished surface of the fluid prior to allowing the fluid to set, cure or otherwise solidify.
    10. The method as claimed in Claim 9 comprising the additional prior steps of:
      laying a quantity of the fluid; and
      moving a rotatable, powered striking roller over a surface of the newly laid fluid, with the roller surface in slipping contact with the fluid surface and with opposite ends of the roller maintained at the required level of the fluid surface in order to produce a smooth finish to the surface of the fluid.
    11. The method as claimed in Claim 10 where the same striking roller is used to produce a smooth finish to the surface of the newly laid fluid and to produce a textured finish to the surface of the smoothed fluid, the roller being adapted from the smoothing to the texturing stage by provision of guide means.
    12. The method as claimed in Claim 10 or 11 wherein the roller is further adapted from the first smoothing stage to the second texturing stage by adapting its weight by introducing a medium such as fluid by entry points in the end or surface of the roller.
    13. The method as claimed in any one of Claims 9 to 12 comprising the step of fitment of guide portions (3) to support the texturing portion at the required height comprising two substantially identical sleeves (13, 14) around the rolling surface of the roller at either end thereof, the sleeves being constructed of any rigid load bearing material and having a sleeve wall thickness corresponding to the required level.
    14. The method as claimed in any of Claims 9 to 12 comprising the step of fitment of guide portions to support the texturing portion at the required height comprising dismantleable roller end portions of greater external diameter than the body of the roller which are inserted at the ends thereof.
    15. The method as claimed in any of Claims 9 to 14 wherein the fluid is first laid within a formwork (35, 36), and wherein guide portions to support the texturing portion at the required height are attached comprising a pair of support carriageways (32, 33) adapted to ride on or near the formwork and provided with a vertical aperture or the like in which the ends of the roller are received.
    16. The method as claimed in any one of Claims 9 to 15 wherein aggregate material (12) is selected from solid particulate shaped objects of wearing, friction inducing, decorative, obstructive or non-obstructive material, preferably stone or gravel chippings, glass fragments, ground glass, concrete or other composite blocks or formed objects.
    17. The method as claimed in any one of Claims 9 to 16 wherein the first striking stage and second texturing stage are carried out at predetermined times whereby the fluid is prevented from setting prior to texturing thereof, or is allowed to set to a predetermined consistency prior to texturing thereof.
    18. The method as claimed in Claim 17 wherein the fluid is concrete, the concrete is laid and a smooth finish applied in the manner hereinbefore described, the concrete is allowed to set for up to three hours, aggregate material is applied and the surface textured as hereinbefore described, the concrete is allowed to set.
    19. A method in accordance with any one of Claims 9 to 18 wherein the texturing is achieved in several passes of the roller to gradually achieve the end result of texturing the surface and pressing the aggregate into the surface.
    EP98906994A 1997-02-26 1998-02-26 Fluid surface texturing device Expired - Lifetime EP0964957B1 (en)

    Applications Claiming Priority (3)

    Application Number Priority Date Filing Date Title
    GBGB9703948.1A GB9703948D0 (en) 1997-02-26 1997-02-26 Fluid surface texturing device
    GB9703948 1997-02-26
    PCT/GB1998/000455 WO1998038384A1 (en) 1997-02-26 1998-02-26 Fluid surface texturing device

    Publications (2)

    Publication Number Publication Date
    EP0964957A1 EP0964957A1 (en) 1999-12-22
    EP0964957B1 true EP0964957B1 (en) 2002-10-23

    Family

    ID=10808313

    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP98906994A Expired - Lifetime EP0964957B1 (en) 1997-02-26 1998-02-26 Fluid surface texturing device

    Country Status (6)

    Country Link
    US (1) US6503558B2 (en)
    EP (1) EP0964957B1 (en)
    CA (1) CA2282347A1 (en)
    DE (1) DE69808890D1 (en)
    GB (1) GB9703948D0 (en)
    WO (1) WO1998038384A1 (en)

    Families Citing this family (16)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US6474906B1 (en) * 1999-12-10 2002-11-05 Terramite Corporation Single roller concrete finishing machine
    US7066680B2 (en) * 2001-12-04 2006-06-27 Integrated Paving Concepts Inc. Method of forming an inlaid pattern in an asphalt surface
    US8133540B2 (en) * 2002-12-03 2012-03-13 Flint Trading, Inc. Method of applying a thermally settable coating to a patterned substrate
    US20060070698A1 (en) * 2002-12-03 2006-04-06 Integrated Paving Concepts Inc. Method of applying a thermally settable coating to a patterned substrate
    US6973756B2 (en) * 2003-05-07 2005-12-13 Michael Hatzinikolas Connector and system for supporting veneer panels
    US20040247390A1 (en) * 2003-06-03 2004-12-09 Smith Aaron D. Construction device and method stamping concrete
    US7195424B2 (en) * 2005-05-03 2007-03-27 Lindley Joseph W Roller screed
    US20070134064A1 (en) * 2005-12-09 2007-06-14 Dennis Lura Articulating reversible power screed with a varying length roller
    US9534375B2 (en) 2006-10-30 2017-01-03 Michael Hatzinikolas Wall tie apparatus and method
    US8137026B2 (en) * 2009-01-20 2012-03-20 Lura Enterprises, Inc. Powered roller screed with riser wheel
    US20110188930A1 (en) * 2010-01-29 2011-08-04 Lura Dennis K Powered roller screed with curb attachment
    US8864409B2 (en) 2012-12-13 2014-10-21 Flint Trading, Inc Method of forming an inlaid pattern in an asphalt surface from preformed template isometries
    US9879389B1 (en) 2014-10-30 2018-01-30 Lura Enterprises, Inc. Powered roller screed with adjustable handle for wet screed attachment
    US11111637B2 (en) 2018-01-05 2021-09-07 Lura Enterprises, Inc. Curb former
    CN108240114B (en) * 2018-02-01 2023-05-02 三峡大学 High-pressure concrete wool punching machine and construction method
    CN110004801A (en) * 2019-04-10 2019-07-12 河南省公路工程局集团有限公司 Self-propelled multifunctional paves molding equipment

    Citations (3)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US1736413A (en) * 1922-06-06 1929-11-19 Koehring Co Concrete-road-finishing machine
    US2048071A (en) * 1934-05-02 1936-07-21 James H Jacobson Method and means for finishing plastic masses
    WO1997007286A1 (en) * 1995-08-16 1997-02-27 Errut Products Limited Concrete-finishing apparatus

    Family Cites Families (6)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US1533085A (en) * 1923-03-23 1925-04-14 James L Arnett Adjustable plastic-tamping machine
    BE810023A (en) * 1974-01-22 1974-05-16 ROAD NAILING MACHINE.
    US4142815A (en) * 1977-11-28 1979-03-06 Mitchell David C Concrete slab striker
    ATE42361T1 (en) * 1984-11-05 1989-05-15 Aeschlimann Oskar Ag PROCESS AND PLANT FOR APPLICATION OF CHIP GRANULATE IN MAST ASPHALT AND OTHER SURFACES.
    US4702640A (en) 1986-07-23 1987-10-27 Allen Engineering Corporation Rotating tube concrete finisher
    US4917533A (en) * 1987-11-06 1990-04-17 Sport Koter U.S.A., Inc. Resurfacing apparatus and process

    Patent Citations (3)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US1736413A (en) * 1922-06-06 1929-11-19 Koehring Co Concrete-road-finishing machine
    US2048071A (en) * 1934-05-02 1936-07-21 James H Jacobson Method and means for finishing plastic masses
    WO1997007286A1 (en) * 1995-08-16 1997-02-27 Errut Products Limited Concrete-finishing apparatus

    Also Published As

    Publication number Publication date
    US6503558B2 (en) 2003-01-07
    GB9703948D0 (en) 1997-04-16
    EP0964957A1 (en) 1999-12-22
    WO1998038384A1 (en) 1998-09-03
    CA2282347A1 (en) 1998-09-03
    US20010038885A1 (en) 2001-11-08
    DE69808890D1 (en) 2002-11-28

    Similar Documents

    Publication Publication Date Title
    EP0964957B1 (en) Fluid surface texturing device
    US3801211A (en) Pavement grooving process and apparatus
    US5507593A (en) Uniform compaction of asphalt concrete
    US20050238745A1 (en) Apparatus and method for impressing patterns in a slip-formed concrete wall
    US6719486B2 (en) Apparatus for screeding
    WO2008136550A1 (en) Block equipped with drainage and ventilation function, its producing method, and block mult-layer formed from materialization of the blocks
    KR102194939B1 (en) Flattening apparatus of road surface and of surface finishing method using the same
    WO2008126956A1 (en) Block having a load divergence function and manufacturing and road constructing method for the same
    US11384489B2 (en) Scarifier system, and method of resurfacing or remodeling a ground surface using the scarifier system
    RU2473731C1 (en) Method of making rough paving from cement concrete
    JPH10325104A (en) Elastic pavement bed and its manufacture
    GB2053329A (en) Road surfacing
    US1670346A (en) Method of constructing roadways
    Sandberg et al. Possibilities to reduce tyre/road noise emission on paving stones and other block surfaces
    CA3100372C (en) Scarifier system, and method of resurfacing or remodeling a ground surface using the scarifier system
    ATE360725T1 (en) ROAD SURFACE AND METHOD FOR PRODUCING THE SAME
    SU1717688A1 (en) Method of making road paving
    JPH0343502A (en) Pavement method by use of water permeable cement-concrete mixed with steel fiber
    FI109551B (en) Method and apparatus for producing a structural marker and a structural marker
    JP2799609B2 (en) Pavement structure
    RU1794121C (en) Method for surface treatment of pavements
    CA2880059C (en) Procedure for construction of pavements and resulting pavement
    JPS6236082B2 (en)
    Nose Vibratory pneumatic tire roller
    Pearson et al. Concrete segmental pavements aesthetic and performance solutions

    Legal Events

    Date Code Title Description
    PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

    Free format text: ORIGINAL CODE: 0009012

    17P Request for examination filed

    Effective date: 19990910

    AK Designated contracting states

    Kind code of ref document: A1

    Designated state(s): BE DE DK ES FR GB IE IT NL SE

    RBV Designated contracting states (corrected)

    Designated state(s): BE DE DK ES FR GB IE IT NL SE

    17Q First examination report despatched

    Effective date: 20000803

    GRAG Despatch of communication of intention to grant

    Free format text: ORIGINAL CODE: EPIDOS AGRA

    GRAG Despatch of communication of intention to grant

    Free format text: ORIGINAL CODE: EPIDOS AGRA

    GRAH Despatch of communication of intention to grant a patent

    Free format text: ORIGINAL CODE: EPIDOS IGRA

    GRAH Despatch of communication of intention to grant a patent

    Free format text: ORIGINAL CODE: EPIDOS IGRA

    GRAA (expected) grant

    Free format text: ORIGINAL CODE: 0009210

    AK Designated contracting states

    Kind code of ref document: B1

    Designated state(s): BE DE DK ES FR GB IE IT NL SE

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: NL

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20021023

    Ref country code: IT

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

    Effective date: 20021023

    Ref country code: FR

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20021023

    Ref country code: BE

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20021023

    REG Reference to a national code

    Ref country code: GB

    Ref legal event code: FG4D

    REG Reference to a national code

    Ref country code: IE

    Ref legal event code: FG4D

    REF Corresponds to:

    Ref document number: 69808890

    Country of ref document: DE

    Date of ref document: 20021128

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: SE

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20030123

    Ref country code: DK

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20030123

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: DE

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20030124

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: IE

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20030226

    Ref country code: GB

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20030226

    NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: ES

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20030429

    EN Fr: translation not filed
    PLBE No opposition filed within time limit

    Free format text: ORIGINAL CODE: 0009261

    STAA Information on the status of an ep patent application or granted ep patent

    Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

    26N No opposition filed

    Effective date: 20030724

    GBPC Gb: european patent ceased through non-payment of renewal fee
    REG Reference to a national code

    Ref country code: IE

    Ref legal event code: MM4A